Loading...
HomeMy WebLinkAboutVA199300013 Other 1984-10-10Q, DC, 69 Fr AUG 10 1993 ENGINEERING DEPT. BYE - J, r N'T B y: St. Rt. 656 ]�Z 4. c:) 15 Qj // 7 k L4J 4z� .. .............. .... 0', v Qz qz) Aj ............. ... ............ C q ZZI Z�j V) 0 0 k) C:� 6i E p QJ 0/70--,/ 4z) /V :t Q, 1,17 kk369," k LIJ Q3 Z) ',::t QZ -J k Cb Lki Qz 4J L4.J cl: 1 OZ k LZ (I- t4i Q) Q, 41 LAJ Q) ce Ltj n7 ��\\ II /� Iy �OOk�OQ ZO Ltj (30 < Ltj cz; RR tc) c3lGov LAJ Q� ::) Q� \ cb \s>0 z 1Z A 4 J Q� IN tAi u) c) (1) Lt. 4,1 A/ 15, tAi Ltj 11AJ 24.7 2 STORY "4 486 0 Q) Q) Q, (0 No BLOCK 8 F R A M Fir e kA / 0 3 QV, 8UILDIN 6 Hydrant 48. 6 wl gas e m e nt to be abandoned 0 1 24.8 AF do WY wm t_-A L10 plontin Area AA Conc. Wo A c 499. C, Z 4 -9 14 "Map le 2, V -20 "Pap e c*1 99-5 32 "Oak C0449 x 4"W. Fine% ` e 0 6"W Pine ol TM. 60A PGA -16 TO I(N. 65'9 D G n i e l V Flynn (0 D. S. 5 8 7 - 5 5 8 A�, G') 6> 4) 0 M. H rp, 0- O A\ A,, t�* C) Qj k\ 6"W. Pine41� IL THE V./. NEEDS 70 BE REPAIRED REVISED /fur //, /-905 5) AND SURFACE WATER CHANNE 4"W. Pine L 8"W Pine V TO I T B Y RESURFA Cl NG PO R TION S \ \ /0"Ob/. pine m OF THE EXIS TING PAVED PARKING 6"W Pine 6> 0 L or - CIO \J 0"Uople 01 1> THE NEW ADDITIONAL PARKING AREA AND THE EXISTING GRAVEL PARKING AREA le 7-0 HA V E A M/ N. OF 6 "' C ONPA C TE D DEP TH 9"^ A", op/ e AGGR <> 1�1� % TYPE 21 OR 21A WITH PRIME AND TOTAL S/ TE AREA A F TER DEDICATION DOUBLE SEAL SURFACE TREATMENT. 3. 3451 ACRES TO TAL NO OF UN I TS COMPLETE 26 IrHE PARKING SPACES WITHIN THE EXISTING TOTAL EXIST. PARKING SPACES 23 PAVED AREA TO BE MARKED W1 TH PAINTED TOTAL NEW PARKING SPACES 33 LINES ON THE PAVEMENT OR ALONG THE TOTAL PARKING SPACES PROVIDED 56 FACE OF EXISTING CONC. WALKS. o UH TOTAL NO. OF UNITS INCOMPLETE 4 PARKING SPACES kWITHIN THE NEW PARKING C) 'N AR EA TO BE MARKED WITH RAILROAD TIES. INDIC4 FES 12' TURN LANE" BASE & PAVEMENT DESIGN FOR TURN LANE - CATEGORY= ITEM 2 AT THE END OF E)(IsrING /8" PIPE CHANNEL SUBBASE- 8 "SELECT MATERIAL TYPE Z OR = a 6 "AGOR. BASE BASE = 6,61r CONC. TYPEB-1 ORR-3 TO BE CLEANED OUT AND LOWERED. SURFACE - 165lbs. BIT CONC. TYPE S-4 OR S-5 kp 503.71 BUILDING SETBACK L INES lNv. 501.38 D E C L A RAN T'; 30'FRON T IO'SIDE, 25' REAR I-pl- SOUTHEASTERN INVESTMENT CORPORATION A VIRGINIA CORPORATION AND P L A T S H 0 W I N G Kenneth van Dommel en U N V E R S i T Y C 0 M M 0 N S C .0 N D 0 M I N I U M S c a I e 3 0 A L B E M A R L E C 0 U N T Y V I 'R G I N I A M a y 3 1 9 8 3 B. AUBREY HUF M A N 8 A S S 0 C I A T E S L T D. CIVIL ENGIN E ERING I LAND SURVEYING and LAND PLANN ING C H A R L 0 T T E S V I L L E I VIRGIN IA